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LOT 3
Drainage and Utility
Easement per the plat
of CEDAR HILLS
Proposed House
Lewis EK05, Elev. C3
Walkout
Lowest Floor Elev. = (1014.03)
Building Pad per
Grading Plan
Building
Setback
Vacate lot
203RD STREET WEST
(102
1
.
0
)
X
1019.48 GEN
EVA
TRA
I
L
Vacate lot
5N02°58'06"E 161.13N6
2
°
0
2
'
0
8
"
W
4
7
.
1
7 N27°57'52"E 159.22L=
6
2
.1
8R=1
9
0
.
0
0Δ=1
8
°
4
5
'
0
7
"
L=48.07
R=560.00
Δ=4°55'04"
21.04N83°39'53"E
27.317.52
20.50
14.126.62 2.0012.75
37.8723.5010.1220.5010.00 6.0017.14 34.38
6.50 2.0013.00
8.120.1327.041013.88 1016.66
1019.76
Garage
PorchX (1019.68)TCX (1019.11)RE
X (1018.91)REX (1020.15)T
C
X (10
19.
79)T
C
Proposed Curb
& Gutter
1019.7
(1020.4)
1004.9
(1004.8)(1007.1)EOF X
1007.1
(1006.6)
1020.3
(1020.8)
Pr
o
p
o
s
e
d
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i
d
ew
a
l
k
(1021.70)
X (
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X (
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.
9
)
X (
1
0
1
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.
9
)
(1013.
4
)
X
TV
CS
HHTV
CS
1019.4
(1019.8)
X
1
0
1
8
.
8
1019.1 X1
0
1
3
.
4
XX 1013.7X (1
019.
69)T
C
(4.8%)Sidewalk5 105
5
5101010
10101020101810161014
1012
1010
1008
1
0
0
6
10
0
4
1
0
1
4
1016
1018
1020
1022STOX (1006.3)RE
Proposed Curb
& Gutter
20.62
39.75
15.00
83.9850.1129.
7
8
109.37N:\0025850.01\DWG\SURVEY\0025850.01B05L03.DWG1
1
03/30/2021
MJW
BTW
SHEET NUMBER:
DATE:
OF
.FIELD CREW:
DRAWN:
CHECKED:
Phone (952) 937-5150 12701 Whitewater Drive, Suite #300
Fax (952) 937-5822 Minnetonka, MN 55343
Toll Free (888) 937-5150
:HVWZRRG3URIHVVLRQDO6HUYLFHV,QF
Common Ground Alliance
Call 48 Hours before digging:
811 or call811.com
Lakeville, Minnesota
Cedar Hills
Certificate of SurveyLennar
PROJECT NUMBER: 0025850.00
0'20'40'
1) Curb & gutter and utilities are under construction.
2) Building dimensions do not reflect brick facing.
3) Building shown reflects Lewis plan foundation plan,
sheet A2, dated 02/01/2021.
Lot 3, Block 5, CEDAR HILLS, according to the
recorded plat thereof, Dakota County, Minnesota.
Address-7384 203rd Street West
LEGEND
CABLE TV BOXTV
NATURAL GAS METERG
STREET LIGHT
ELECTRIC BOXE
ELECTRIC METERE
SANITARY MANHOLES
SEWER CLEANOUTCO
CATCH BASIN
STORM MANHOLEST
TELEPHONE BOXT
GATE VALVE
HYDRANT
WATER METERW
CURB STOP BOXCS
WATERMAIN
SANITARY SEWER
STORM SEWER
SAN
STO
WAT
FLARED END SECTION
Garage Floor Elev. = (1021.70)(at overhead door)
Top of Poured Foundation Wall Elev. = (1022.03)
Lowest Floor Elev. = (1014.03)
I hereby certify that this survey was prepared by me o
my direct supervision and that I am a duly Licensed L
Surveyor under the laws of the State of Minnesota.
03/31/2021
Mathew J. Welinski Date
Minnesota License No. 53596
matt.welinski@westwoodps.com
Denotes iron monument found
Denotes iron monument set
x xxx.x Denotes existing elevatio
x (xxx.xx) Denotes proposed elevat
Benchmark- Minnesota
Department of Transportation
Control Point "1914 H",
Elevation = 959.11 (N.A.V.D.
1988), not graphically shown.
IMPERVIOUS SURFACE CALCULATIONS
Lot area = 14,238 sq. ft.
House area = 1,948 sq. ft.
Porch area = 159 sq. ft.
Driveway and Sidewalk = 768 sq. ft.
Impervious area 2,875 sq. ft. / 20.2% of total of lot areaLOT GRADING CALCULATIONS
Basement Excavation = 87 cubic yards
Finished Lot Grading= 297 cubic yards
Material (excess/needed)210 cubic yards (needed)
Zoning = RST-2FY - 20' House, 25' GarageSY - 7' Interior, 20' CornerRY - 30'SY Buffer - 30'RY Buffer - 50'
*Draintile connection required.
The curb box, drain tile cleanout, and catchbasin(if applicable) must be inspected andaccepted before As-Built escrow monies willbe released. All structures must be flushwith the sod. This will be scheduled with thelandscape inspection.
ENGINEERING REVIEWED
Date:__________________06/23/2021 jpesik
EROSION CONTROL MUST BE INSTALLED BEFORE EXCAVATION
*Maintain 6" between bottom of siding and sod.*No structures in easements.